Section 15010 - Mechanical General



DIVISION 23 HVAC: 230548: VIBRATION ISOLATION / 230549: SEISMIC/WIND RESTRAINTS

SECTION 230548: VIBRATION ISOLATION

PART 1: GENERAL

1. WORK INCLUDED

A. This section provides minimum requirements for seismic restraints for all (HVAC) heating, ventilating, and air-conditioning equipment, ductwork and piping.

B. See schedules on drawings for specific requirements for equipment.

2. RELATED WORK SPECIFIED ELSEWHERE

3. REFERENCE CODES & STANDARDS / GOOD ENGINEERING PRACTICE AND ASSURANCE

A. Codes and Standards: The following will/shall apply and conform to good engineering practices unless otherwise directed by the Federal, State or Local authorities having jurisdiction. (Reference Code By Jurisdiction – listed below):

International Building Code (IBC) year by jurisdiction / National Building Code of Canada (NBCC) 2010 / Ontario Building Code (OBC) 2006.

1. American Society of Civil Engineers 7-05.

2. SMACNA (Sheet Metal and Air-conditioning Contractors’ National Association’s).

3. ASHRAE (American Society for Heating, Refrigerating and Air-conditioning Engineers).

4. VISCMA (The Vibration Isolation and Seismic Control Manufacturers Association) has developed Testing and Rating Standards for Vibration Components that comply with Code and ASHRAE based requirements.

4. SUBMITTALS

B. All vibration isolation shall be by a single manufacturer. Preferred manufacturer is: Kinetics Noise Control, Inc.

C. Product Data: Include Vibration Rating Data for each vibration rated isolator or restraint component.

D. Samples: The contractor shall submit samples of specified vibration isolators / snubber devices upon request of the engineer for approval.

E. Submit shop drawings for all devices specified herein and as indicated and scheduled on the drawings. Submittals shall indicate full compliance with the device specification in Part 2. Any deviation shall be specifically noted and subject to engineer approval. Submittals shall include device dimensions, placement, attachments and anchorage requirements. Shop Drawings shall include the following:

1. Vibration Isolation Bases: Dimensional drawings including anchorage and attachments to structure and to supported equipment, if needed or required. Include auxiliary motor slides and rails, base weights, equipment static loads.

2. Vibration Restraint Details: Detailed submittal drawings of vibration restraints and snubbers. Show anchorage details and indicate quantity, diameter, and depth of penetration of anchors. Include ratings for loads.

3. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate and describe mounting and anchorage provisions.

5. WORK FURNISHED BUT NOT INSTALLED {In accordance with the Engineer of Record}.

A. The materials and systems specified in this section shall be purchased by the mechanical contractor from a single vibration isolation / snubber restraint materials manufacturer to assure sole source responsibility for the performance of the vibration support system used.

B. The materials and systems specified in this section can, at the contractor’s option, be installed by the subcontractor who installs the mechanical equipment, piping, or ductwork.

1.6 COORDINATION

A. Coordinate size, shape, reinforcement and attachment of all housekeeping pads supporting vibration isolated equipment. Concrete shall have a minimum compressive strength of 3,000 psi or as specified by the project engineer. {Also see requirements in the seismic / wind portion of this spec}.

B. Coordinate with vibration isolation restraint manufacturer and the structural engineer of record to locate and size structural supports underneath vibration isolated restrained equipment (e.g. roof curbs, cooling towers, chillers and other similar equipment).

PART 2: PRODUCTS

1. VIBRATION ISOLATION: Materials and systems specified herein and detailed or scheduled on the drawings are based upon materials manufactured by Kinetics Noise Control, Inc. Materials and systems provided by other manufacturers are acceptable pending engineering written approval, provided that they meet all requirements as listed in this specification.

A. Springs: All springs shall have a minimum additional travel to solid equal to 50% of the rated deflection. All springs except internal nested springs shall have an outside diameter not less than 0.8 of the compressed height of the spring. Ends of springs shall be square and ground for stability. Laterally stable springs shall have kx/ky ratios of at least 0.9. All springs shall be fully color-coded to indicate capacity – color striping is not considered adequate.

B. Corrosion Protection: All springs shall be powder-coated enamel. Housings shall be galvanized, powder-coated enamel, or painted with rust-resistant paint. Hot-dipped galvanized housings shall be provided as indicated on the Schedule.

C. Steel Equipment Base: Bases shall be of welded construction with cross members to form an integral support platform. Structural steel members shall be designed to match supported equipment.

1. Vibration bases for fans shall have adjustable motor slide rails as indicated on their Schedule, and shall accommodate motor overhang.

2. Bases for exterior use shall be painted or hot-dipped galvanized for complete corrosion resistance.

3. Minimum clearance under steel equipment bases shall be 25mm (1”).

D. Concrete Inertia Base: Inertia bases shall be of welded steel construction with concrete in-fill supplied by the installing contractor on site and shall incorporate reinforcing bars, spaced 300 mm (12”) maximum on centers each way.

1. Inertia bases for pumps shall be of sufficient size to accommodate supports for pipe elbows at pump suction and discharge connections (if this information has been provided for configuration).

2. Inertia bases for fans shall include motor slide rails as indicated on their Schedule.

3. The weight of each inertia base shall be sufficient to lower the center of gravity to or below the isolator support plane.

4. Inertia bases shall be a minimum of 150 mm (6”) thick. (See ASHRAE Standards).

E. Isolators:

1. Free Spring Floor Mounted Isolators: Type FDS – Vibration isolators shall be free standing, un-housed, laterally stable springs wound from high strength spring steel. Springs shall have a lateral stiffness greater than 0.8 times the rated vertical stiffness and shall be designed to provide up to 50% overload capacity. Springs shall be supported either with a neoprene cup or a metal base plate complete with a ribbed neoprene pad, minimum 6 mm (0.25") thick, bonded to the base plate. Springs shall be selected to provide operating static deflections as required. Springs shall be color coded or otherwise identified to indicate load capacity. In capacities up to 5,000 lbs., springs shall be replaceable. In capacities over 5,000 lbs., springs shall be welded to the top and bottom load plate assemblies. Springs shall be assembled between a top and bottom steel load plate. The upper load plate shall be provided with a steel leveling bolt lock nut and washer for attachment to the supported equipment. The lower load plate shall have a non-skid noise isolation pad bonded to the bottom and have provisions for bolting the isolator to the supporting structure. Spring isolation mounts for floor-mounted equipment shall be Model FDS, as manufactured by Kinetics Noise Control, Inc.

2. Restrained Spring Floor Mounted Isolators: Type FLS – Vibration isolators for equipment which is subject to load variations and large external or torquing forces shall consist of large diameter laterally stable steel springs assembled into formed or welded steel housing assemblies designed to limit vertical movement of the supported equipment. Springs shall be supported either with a neoprene cup of a metal base plate complete with a ribbed neoprene pad, minimum 6 mm (0.25”) thick, bonded to the base plate. Housing assembly shall be formed or fabricated steel members and shall consist of a top-load plate complete with adjusting and leveling bolts, vertical restraints, isolation washers and a bottom plate with non-skid noise stop pads and holes provided for anchoring to supporting structure. Housing shall be hot dipped galvanized. Spring elements shall meet all the specified characteristics described in Section 2.1/E.1 paragraph. Vibration isolators shall be Model FLS, as manufactured by Kinetics Noise Control, Inc.

3. Vibration Modular Restrained Spring Isolator: Type FMS (A, B, C, D, E, F) – Spring isolators shall be comprised of two interfacing but independent elements; a coil spring element and a seismically rated housing. The spring coil element shall be comprised of one or more coil assemblies having all of the characteristics of freestanding coil spring isolators as specified in the vibration isolation portion of the specification. The seismically rated housing shall be sized to meet or exceed the force requirements applicable to the project and have the capability of accepting coils of various sizes, capacities, and deflections as required to meet the desired isolation criteria. All spring forces will be contained within the coil/housing assembly and under no seismic load condition shall the restraint anchoring hardware be exposed to spring - generated forces. The restraint element shall incorporate a steel housing with elastomeric elements at all dynamic contact points. The restraint will allow a maximum of 1/4 in. (25 mm) motion in any direction from the neutral position. All elastomeric elements shall be replaceable. To ensure the optimum anchorage capacity, the restraint will have an overturning factor (the ratio of the effective lateral snubber height to the short axis anchor spacing) of 0.33 or less. The leveling nut or screw shall be accessible for adjustment with the use of a pneumatic or electric impact wrench. The spring element shall be replaceable without having to lift or otherwise remove the supported equipment. Spring elements shall meet all the specified characteristics described in Section 2.1/E.1 paragraph. The isolator/restraint shall be Model FMS (A, B, C, D, E, F) as manufactured by Kinetics Noise Control, Inc.

4. Vibration/Seismic Modular Restrained Spring Isolator: Type KINETICS TITAN – Vibration isolators shall be seismically rated, restrained spring isolators for equipment which is subject to load variations and large external forces. Spring isolators shall be comprised of two interfacing but independent elements; a coil spring element and a seismically rated housing. The spring coil element shall be comprised of two or more coil assemblies having all of the characteristics of freestanding coil spring isolators as specified in the vibration isolation portion of the specification. Spring elements shall meet all the specified characteristics described in Section 2.1/E.1 paragraph (23 05 48 Vibration Isolation Section). The seismically rated housing shall be sized to meet or exceed the force requirements applicable to the project and have the capability of accepting coils of various sizes, capacities, and deflections as required to meet the desired isolation criteria. The housing shall be hot dipped galvanized for corrosion resistance. All spring forces will be contained within the coil / housing assembly and under no seismic load condition shall the restraint anchoring hardware be exposed to spring generated forces. The single restraint element shall incorporate a steel housing with elastomeric elements at all dynamic contact points. The single restraint will allow 1/4 in. (25mm) motion in any direction from the neutral position. All elastomeric elements shall be replaceable in the field after an event without lifting the unit. To ensure the optimum anchorage capacity, the restraint will have an overturning factor (the ratio of the effective lateral snubber height to the short axis anchor spacing) of 0.33 or less. The leveling nut or screw shall be accessible and allow for 200 degrees of arc swing for adjustment. The spring element shall be replaceable without having to lift or otherwise remove the supported equipment. The isolator/restraint shall be Model KINETICS TITAN as manufactured by Kinetics Noise Control, Inc.

5. Rubber-in-Shear / Fiberglass Floor Mounts:

a. Vibration isolators shall be pre-compressed molded fiberglass pads individually coated with a flexible, moisture impervious elastomeric membrane. Vibration isolation pads shall be molded from glass fibers with all strands oriented horizontally. Natural frequency of fiberglass vibration isolators shall be essentially constant for the operating load range of the supported equipment. Vibration isolators shall be color coded or otherwise identified to indicate the load capacity. Vibration isolators shall be selected by the manufacturer for each specific application to comply with deflection requirements as shown on the Vibration Isolation Schedule or as indicated on the project documents. Vibration isolation pads shall be Model KIP, as manufactured by Kinetics Noise Control, Inc.

b. Vibration isolators shall be as described as in Section 2.1/E.1 paragraph bonded to a steel load transfer plate and a formed steel bolt-down bracket, and shall also include an equipment-mounting bolt with an anti-short circuit neoprene grommet. Anchored vibration isolators shall be Model AC as manufactured by Kinetics Noise Control, Inc.

c. Vibration isolators shall be neoprene, molded from oil-resistant compounds, with cast-in-top steel load transfer plate for bolting to supported equipment, and a bolt-down plate with holes provided for anchoring to supporting structure. Top and bottom surfaces shall have non-skid ribs. Neoprene vibration isolators shall have minimum operating static deflections as shown on the Vibration Isolation Schedule or as indicated on the project documents but not exceeding published load capabilities. Neoprene vibration isolators shall be Model RD, as manufactured by Kinetics Noise Control, Inc.

d. All Direction Neoprene Isolator: Type RQ - Vibration Isolators shall be neoprene, molded from oil resistant compounds, designed to operate within the strain limits of the isolator so to provide the maximum isolation and longest life expectancy possible using neoprene compounds. Isolators shall include encapsulated cast-in-place top steel load transfer plate for bolting to equipment and a steel base plate with anchor holes for bolting to the supporting structure. Ductile iron or cast aluminum components are not acceptable alternatives and shall not be used due to brittleness when subjected to shock loading. Isolator shall be capable of withstanding the design seismic loads in all directions with no metal-to-metal contact. Isolator shall have minimum operating static deflections as shown on the project Vibration Isolation Schedule or as otherwise indicated in the project documents and shall not exceed published load capacities. Neoprene isolators shall be Model RQ as manufactured by Kinetics Noise Control, Inc.

e. Neoprene Isolator: Type KRMS: The KRMS is a neoprene isolator with a 3-axis restraint capability. It would be usable for floor, wall, and ceiling applications. The deflection of the isolators in the, confined mode, will be between 0.25” and 0.33” depending on the rated load. The natural frequency if loaded to the rated value would be between 6.25 Hz and 5.45 Hz.

6. Spring Hangers: Vibration isolator hanger supports with steel springs and welded steel housings. The hanger bracket shall be designed to carry a 500% overload without failure and to allow a support rod misalignment through a 30-degree arc without metal-to-metal contact or other short circuit. Hangers serving lightweight loads 0.90 kN (200 lbs) and less may be exempt from this requirement. {When used in a seismic application(s), a vertical limit stop washer sized to fit the hanger rod is to be provided by others}.

a. Vibration isolators for suspended equipment, with minimum static deflection requirement exceeding .4", shall be hangers consisting of a free-standing, laterally stable steel spring and elastomeric washer in series, assembled in a stamped or welded steel bracket. The spring element shall meet all the specified characteristics described in Section 2.1/E.1 paragraph. The stamped or welded hanger bracket shall meet all the specified characteristics described in Section 2.1/E.7 paragraph. Shall also be fitted with a self-centering load cap for the hanger rod. Vibration isolation hangers shall be Model SH, as manufactured by Kinetics Noise Control, Inc.

b. Vibration isolators for suspended equipment with minimum static deflection requirement exceeding .4", and where both high and low frequency vibrations are to be isolated, shall be hangers consisting of a laterally stable steel spring in series with a molded oil-resistant neoprene insert, complete with load transfer plates and assembled in stamped or welded steel bracket. The spring element shall meet all the specified characteristics described in Section 2.1/E.1 paragraph. The stamped or welded hanger bracket shall meet all the specified characteristics described in Section 2.1/E.7 paragraph. The combination isolation hanger assembly with neoprene inserts shall be Model SRH, as manufactured by Kinetics Noise Control, Inc.

c. Vibration isolators for suspended equipment with minimum static deflection requirement exceeding .4", and where both high and low frequency vibrations are to be isolated, shall be hangers consisting of a laterally stable steel spring in series with a pre-compressed molded fiberglass insert, complete with load transfer plates and assembled in a stamped or welded steel bracket. The fiberglass insert element shall meet all the specified characteristics described in Section 2.1/6.a paragraph. The spring element shall meet all the specified characteristics described in Section 2.1/E.1 paragraph. The stamped welded hanger bracket shall meet all the specified characteristics described in Section 2.1/E.7 paragraph. The combination isolation hanger assembly with fiberglass inserts shall be Model SFH, as manufactured by Kinetics Noise Control, Inc.

7. Neoprene Hangers: Type RH – Vibration isolators with maximum static deflection requirements under the operating load conditions not exceeding .40" shall be hangers consisting of an elastomer-in-shear insert encased in a welded steel bracket and provided with a stamped load transfer cap. The elastomer insert shall be neoprene, molded from oil resistant compounds and shall be color coded to indicate load capacity and selected to operate within its published load range. The hanger bracket shall be designed to carry a 500% overload without failure and to allow a support rod misalignment through a 30-degree arc without metal-to-metal contact or other short circuit. Vibration isolation hanger shall be Model RH, as manufactured by Kinetics Noise Control, Inc.

8. Vibration Isolation Pads:

a. Isolation pads shall be neoprene elastomer in-shear pads, used in conjunction with steel shims where required, having static deflections as tabulated. Kinetics RSP neoprene pads are produced from a high quality neoprene elastomer. Pads are 50 durometer and are designed for a maximum of 60 psi (4.2 kg. / sq. cm) loading. Pads are designed for a maximum deflection of approximately 20% of its unloaded thickness, 0.15" (0.38 cm). Several layers of RSP pads can be stacked for additional deflection when steel separation shim stock is used. The elastomer is oil and water resistant, offers a long life expectancy consistent with neoprene compounds, and has been designed to operate within the safe stress limits of the material. RSP pads are available up to 18" x 18" x 3/4" (457 mm x 457 mm x 19 mm) thick sheets and are pre-scored into 2" x 2" (51 mm x 51 mm) squares and can be easily cut-to-fit as needed. All pads shall be elastomer in-shear and shall be molded using 2500 psi minimum tensile strength, oil resistant neoprene compounds with no color additives. Neoprene vibration isolators shall have minimum operating static deflections as shown on the Vibration Isolation Schedule, or as indicated on the project documents, but not exceeding published load capabilities. Neoprene vibration isolators shall be Model RSP as manufactured by Kinetics Noise Control, Inc.

b. Isolation pads shall be single ribbed or crossed, double ribbed elastomer-in-shear pads, in combination with steel shims when required, having minimum static deflections as tabulated. All pads shall be true elastomer-in-shear using alternately higher and lower ribs to provide effective vibration isolation, and shall be molded using 2500 PSI (176 kg/cm2) tensile strength, oil resistant compounds with no color additives. Pads shall be 45 to 65 durometer and designed to permit 60 or 120 PSI (4.2 or 8.4 kg/cm2) loading at maximum rated deflections. When two isolation pads are laminated, they shall be separated by, and bonded to, a galvanized steel shim plate. Neoprene vibration isolators shall have minimum operating static deflections as shown on the Vibration Isolation Schedule or as indicated on the project bid documents, not exceeding published load capabilities. Neoprene vibration isolators shall be Model NPS, NPD, NGS or NGD, as manufactured by Kinetics Noise Control, Inc.

c. Fiberglass continuous support material shall be high-density matrix of compressed molded fiberglass; individually coated with a flexible, moisture-impervious elastomeric membrane, designed to allow controlled air movement in the fiber media. It shall ne manufactured in such a way that the pumping action of air between fibers provides viscous damping, reducing motion caused by transient shock and vibration. The material is to be non-corrosive, non-combustible, non-absorbent, and resists rust, ozone, mildew and fungus, vermin proof and it will not shrink, swell, or decompose. Isolation characteristics of the media are to be constant over a temperature range of -40°F to 250°F (40°C to 121°C). Fiberglass isolation strips shall be Model KIP-RT, as manufactured by Kinetics Noise Control, Inc.

9. Curb-Mounted Spring Rail: Type KSR – Full-perimeter rail type isolator, spring components shall be (1"/25 mm), (2"/51 mm) deflection, free-standing, un-housed, laterally stable steel springs. Springs shall have a lateral stiffness greater than 1.0 times the rated vertical stiffness and shall be designed for 50% overload to solid. The spring element shall meet all the specified characteristics described in Section 2.01/E.1 paragraph. Springs shall be color coded to indicate load capacity. Rails shall provide continuous support for the rooftop equipment and shall be designed to provide isolation against casing-radiated vibration in the rooftop equipment housing and structure-borne vibration from rotating and mechanical equipment in the rooftop package. Rail assembly shall consist of extruded aluminum top and bottom members connected by spring isolators and a continuous air- and water-tight seal. The seal shall be a beaded elastomeric material retained in a keyway along the top extrusion. The weather strip shall be sealed along the bottom with an aluminum fascia strip. Rail assemblies shall incorporate means for attachment to the building and the supported equipment and shall incorporate additional stiffening members if necessary to assure stability. Rails shall be fitted with wind restraint devices suitable for prevailing wind conditions that will not impose loads on the curb walls at 90 degrees to their long axis. Vibration isolators shall be selected by the manufacturer for each specific application to comply with deflection requirements as shown on the Vibration Isolation Schedule or as indicated on the project documents. Roof Curb Rails shall be Model KSR as manufactured by Kinetics Noise Control, Inc.

10. Vibration Restrained Curb-mounted Spring Rail: Type KSCR – All rooftop air-handling units shall be supported by vibration isolation curbs as manufactured by Kinetics Noise Control. The vibration isolation curbs shall be complete assemblies designed to resiliently support the equipment at the specified elevation and shall constitute a fully enclosed air- and weather-tight system. The isolation curb shall consist of an upper support rail with supply and return flexible connector supports on which the equipment and duct openings rest and a lower support curb which is attached to the roof structure, separated by freestanding, un-housed, laterally stable steel springs and lateral seismic and/or wind load restraints. The upper support rail shall provide continuous structural support for the rooftop equipment and shall be designed to provide isolation against casing-radiated vibration in the rooftop equipment housing and structure-borne vibration from rotating and mechanical equipment in the rooftop package. The upper support rail shall consist of an extruded aluminum structural shape with a minimum height of 4.75" (121 mm) above the spring to preclude interference with the rooftop equipment. The upper support rail extrusion shall include a continuous keyway to accommodate the beaded elastomeric weather seal and a channel to maintain proper spring alignment. The lower support curb shall be a formed channel fabricated of heavy gauge galvanized steel with a continuous 1-1/2" x 1-1/2" (38 mm x 38 mm) nominal wood nailer. The base plate of the curb shall be 1" (25 mm) wide and shall be welded, bolted or screwed to the building support steel. The lower support curb shall have a minimum elevation of 14" (356 mm). Spring components shall be 1" (25 mm) 2" (51 mm) deflection, freestanding, un-housed, laterally stable steel springs. Springs shall have a lateral stiffness greater than 1.0 times the rated vertical stiffness and shall be designed for a typical 50% overload to solid. All springs shall have an polyester powder coated finish and be color coded to indicate load capacity. Springs shall rest on a neoprene noise pad. The spring and noise pad shall be captured in a retainer cap secured to the lower support curb. The lateral stabilizers (pat. pending) shall be stainless steel spring assemblies factory located and installed to provide seismic and/or wind load restraint. Standard units are designed to withstand a 43 psf. horizontal and 25 psf. vertical wind load. Resistance to higher loads or for ratings on extended height curbs or units attached to wood or concrete will require analysis by KNC, but can in most cases be met with only minor modification. The weather seal shall run continuously around the perimeter of the curb and be joined in the field with one seam using a double-faced elastomeric adhesive. The weather seal shall be fastened to the wood nailer of the lower support curb using screws and an aluminum fascia strip. Supply and return flexible connector support hardware shall be supplied for installation by the contractor in the field. The supports will be clearly marked and dimensioned on the submittal and installation drawings. The support hardware shall be cut-to-length galvanized steel channels supported and connected with stamped and punched galvanized steel duct support hangers. The support hangers shall allow the duct support elevation to be equal to or lower than the equipment rail elevation. Supply and return air duct shall be flexibly attached by the contractor to prevent transmission of vibration to the building structure. The isolation curb assembly shall include a troubleshooting kit to permit the contractor to level or adjust the loading of the isolation system immediately after placement of the rooftop equipment should the actual weight and/or distribution differ from design values. Vibration isolators shall be selected by the manufacturer for each specific application to comply with deflection requirements as shown on the Vibration Isolation Schedule or as indicated on the project documents. Roof Curb Rails with an Integral Curb shall be Model KSCR, as manufactured by Kinetics Noise Control, Inc.

11. Spring Isolation Roof Curb: Type ESR – Curb type isolator with integral spring isolators, designed to provide a complete roof curb installation. All rooftop air-handling units shall be supported by vibration isolation curbs as manufactured by Kinetics Noise Control. The vibration isolation curbs shall be complete assemblies designed to resiliently support equipment at the specified elevation and shall constitute a fully enclosed air- and weather-tight system. The isolation curb shall consist of an upper support rail with supply and return duct supports on which the equipment and duct openings rest and a lower support curb which is attached to the roof structure, separated by free-standing, un-housed, laterally stable steel springs. The upper support rail shall provide continuous structural support for the rooftop equipment and shall be designed to provide isolation against casing radiated vibration in the rooftop equipment housing and structure borne vibration from rotating and mechanical equipment in the rooftop package. The upper support rail shall consist of a structural channel with sufficient elevation above the spring to preclude interference with the rooftop equipment and permit access to inspect the isolation system after placement of the rooftop equipment. Attachment to of the RTU by weather seal attachment bolt heads is not permitted. The lower support curb shall be a formed channel fabricated of heavy gauge galvanized steel with a continuous 1-1/2 inch x 1-1/2 inch (38 mm x 38 mm) nominal wood nailer attached to the isolation support pedestals. The isolation support pedestal, which includes the seismic and wind load restraints, shall be bolted or welded to the building support steel to suitably transfer seismic and wind load forces to the building structure. The lower support curb shall have a minimum elevation of 14 inches (356 mm) from the top of the wood nailer to the base of the curb. Spring components shall be (1 inch/25 mm) (2 inch/51 mm) (4 inch/102 mm) deflection, free-standing, un-housed, laterally stable steel springs. Springs shall have a lateral stiffness greater than 1.2 times the rated vertical stiffness and shall be designed for a typical 50% overload to solid. All springs shall have a polyester powder coated finish and be color coded to indicate load capacity. Spring coils shall rest on minimum 0.25 inch (6 mm) neoprene noise pads. The isolation curb system shall be complete with cross-bracing as required as a part of the upper and lower assemblies. Supply air and return duct shall be flexibly attached by the contractor to prevent transmission of vibration to the building structure. Airborne noise control packages, if required, shall be supported by the roof structure within the curb and shall have no rigid contact with the isolation curb. Vibration isolators shall be selected by the manufacturer for each specific application to comply with deflection requirements as shown on the Vibration Isolation Schedule or as indicated on the project documents. Roof Curb Rails shall be Model ESR as manufactured by Kinetics Noise Control, Inc.

PART 3: EXECUTION

3.1 VIBRATION INSTALLATION

A. Installation of all vibration isolation materials and supplemental equipment bases specified in this section shall be accomplished as per the manufacturer’s written instructions and adjust mountings to level equipment.

B. On completion of installation (as per KNC provided installation documents) of all isolation materials and before startup of isolated equipment all debris shall be cleared from areas surrounding and from beneath all isolated equipment, leaving equipment free to move on the isolation supports.

C. No rigid connections between equipment and building structure shall be made that degrades the noise and vibration isolation system herein specified. Electrical conduit connections to isolated equipment shall be looped to allow free motion of isolated equipment.

D. Ensure pipe, duct and electrical connections to isolated equipment do not reduce system flexibility. Ensure that pipe, conduit and duct passing through walls and floors do not transmit vibrations.

E. Unless indicated otherwise, piping connected to isolated equipment shall be isolated as follows:

1. Up to (NPS) 4” Diameter: first 3 points of support. (NPS) 5” Diameter to (NPS) 8” Diameter: first 4 points of support. (NPS) 10” Diameter and Over: first 6 points of support.

2. First point of support shall have a static deflection equal to the deflection of isolated equipment; with a maximum of 2” (50 mm). Subsequent support points shall have a static deflection no less than 1” (25mm).

3. Deflection shall be not less than that for the equipment to which the piping is connected.

4. Block and shim level bases so that the ductwork and piping connections can be made to a rigid system at the operating level, before isolator adjustment is made. Ensure that there is no physical contact between isolated equipment and building structure.

3.2 VIBRATION ISOLATION INSPECTION

A. The contractor shall notify the local representative of the vibration isolation materials manufacturer prior to installing any vibration isolation devices. The contractor shall seek the representative's guidance in any installation procedures with which he is unfamiliar.

B. The local representative of the vibration isolation materials manufacturer shall conduct periodic inspections of the installation of materials herein specified, and shall report in writing to the contractor any deviations from good installation practice observed.

C. On completion of installation of all noise and vibration isolation devices herein specified, the local representative of the isolation materials manufacturer shall (only upon request as required) inspect the completed system and report in writing any installation errors, improperly selected isolation devices, or other fault in the system that could affect the performance of the system.

*** END OF VIBRATION ISOLATION SECTION SPECIFICATIONS ***

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